高应力区加筋水泥土挡墙  

CEMENT SOIL RETAINING WALL REINFORCED AT HIGH STRESS AREA

作　　者：张建平 

机构地区：[1]江阴市软土地基加固工程公司

出　　处：《工业建筑》1998年第5期14-17,24,共5页Industrial Construction

摘　　要：高应力区加筋水泥土挡墙是在水泥土挡墙的内侧和外侧拉压应力较大的区域插入小型钢而构成的一种新的基坑围护工法、该工法技术可靠、造价低廉、施工便利，对环境影响小。该文结合工程介绍了该工法的结构形式、施工方法和技术特点。Cement soil retaining wall reinforced at high stress area is a new technology for excavation. This method has many advantages such as reliable safety, economic cost, convenient for construction and little influence on environment. This paper introduces the form of structure, construction method and technical feature of it.

关 键 词：基坑支护 加筋水泥土挡墙 结构形式 施工 

分 类 号：TU476.4[建筑科学—结构工程] TU753.1[建筑科学—土工工程]